Needlefelt carpet waste as lightweight aggregate for polymer concrete composite
Source abstract
Abstract
In this research work, the feasibility of using the needlefelt carpet waste as a lightweight aggregate for producing lightweight polymer concrete was studied. Carpet waste was shredded into small pieces and added to the polymer concrete mixture to reduce the density of the resultant product. Incorporation of a small amount of carpet waste (2.5% in weight of concrete) decreased the density of polymer concrete up to 23%. The results show that the flexural and compressive strength of lightweight polymer concretes decreased by increasing the carpet waste content. Compressive strength of lightweight polymer concrete significantly decreased with increase in the waste content. All lightweight polymer concrete samples under flexural test exhibited the post-cracking response with a remarkable improvement in the toughness and the strain capacity. An increase in the energy-absorption capacity from 53% to 129% was observed for lightweight polymer concrete samples, depending on the waste content.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Innovations in Concrete and Construction Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Young Researchers and Elite Club, Central Tehran Branch, Islamic Azad University, Tehran, Iran
References (28)
Show source-provided references
1. 10.1016/j.wasman.2007.05.00510.1016/j.wasman.2007.05.005 ↗
2. 10.1002/0471721557.ch1610.1002/0471721557.ch16 ↗
3. 10.1108/0955622111113650210.1108/09556221111136502 ↗
4. 10.1007/s10163-003-0085-710.1007/s10163-003-0085-7 ↗
5. 10.1007/s12649-009-9005-y10.1007/s12649-009-9005-y ↗
6. 10.3155/1047-3289.58.8.107010.3155/1047-3289.58.8.1070 ↗
7. 10.1007/s10163-013-0139-410.1007/s10163-013-0139-4 ↗
8. 10.1016/j.apacoust.2004.10.00510.1016/j.apacoust.2004.10.005 ↗
9. 10.1002/pc.2117110.1002/pc.21171 ↗
10. 10.1016/j.jenvman.2003.10.00210.1016/j.jenvman.2003.10.002 ↗
11. Cieslak M · Fibre Text Eastern Eur · 2002 · 10 · 69
12. 10.1590/S1516-1439200900010000710.1590/S1516-14392009000100007 ↗
13. 10.1016/j.conbuildmat.2011.07.02710.1016/j.conbuildmat.2011.07.027 ↗
14. 10.1016/j.conbuildmat.2009.06.04710.1016/j.conbuildmat.2009.06.047 ↗
15. 10.1061/(ASCE)MT.1943-5533.000006910.1061/(ASCE)MT.1943-5533.0000069 ↗
16. 10.1016/j.conbuildmat.2011.06.00610.1016/j.conbuildmat.2011.06.006 ↗
17. Kilic AM · Sci Res Essay · 2010 · 5 · 1986
18. 10.1016/j.compscitech.2004.03.00610.1016/j.compscitech.2004.03.006 ↗
19. 10.1016/j.conbuildmat.2007.10.00910.1016/j.conbuildmat.2007.10.009 ↗
20. Byung-Wan J · ACI Struct J · 2006 · 3
21. RILEM-CPT PC-2, TC 113, Method of making polymer concrete and mortar specimens. UK, 1995.
22. 10.1016/j.conbuildmat.2010.10.01010.1016/j.conbuildmat.2010.10.010 ↗
23. RILEM PCM8, Technical Committee TC-113, Method of test for flexural strength and deflection of polymer-modified mortar. In: Symposium on properties and test methods for concrete- polymer composites , Oostende, Belgium, 1995, pp.183–190.
24. Pakravan HR, Jamshidi M and Latifi M. Investigation on polymeric fibers as reinforcement in cementitious composites: Flexural performance. J Ind Text 2012; 42: 3–18.10.1177/1528083711421358 ↗
25. ASTM C39/C39M – 05e1. Standard test method for compressive strength of cylindrical concrete specimens. USA: ASTM, 2005.
26. Bagherzadeh R · J Eng Fiber Fabr · 2012 · 7 · 13
27. Zhang P · Sci World J · 2014 · DOI:10.1155/201
28. 10.1007/s13726-012-0065-710.1007/s13726-012-0065-7 ↗